Behavior of polymer concrete beam/pile confined with CFRP sleeves

Toufigh, V ; Sharif University of Technology | 2019

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  1. Type of Document: Article
  2. DOI: 10.1080/15376494.2017.1387323
  3. Publisher: Taylor and Francis Inc , 2019
  4. Abstract:
  5. This research investigates the flexural behavior of a polymer concrete beam/pile encased with carbon fiber sleeve. The mechanical properties of carbon fiber sleeves in tension and cement and polymer concrete in compression were determined. Polymer concrete beams were tested in flexure to determine the bending moment capacity. Then, the test results were compared to the theoretical model results. Finally, a parametric study was conducted to determine the influence of beam/pile parameters on the capacity of the element. Based on the investigation, carbon fiber sleeve filled with polymer concrete exhibits outstanding structural performance including ductility and bending capacity
  6. Keywords:
  7. Beam/pile ; Ductility ; Experimental study ; Fiber-reinforced polymer ; Flexural strength ; Load–displacement behavior ; Polymer concrete ; Theoretical model ; Bending strength ; Carbon fibers ; Concrete beams and girders ; Ductility ; Fiber reinforced plastics ; Reinforced concrete ; Fiber reinforced polymers ; Parametric study ; Polymer concretes ; Structural performance ; Theoretical modeling ; Filled polymers
  8. Source: Mechanics of Advanced Materials and Structures ; Volume 26, Issue 4 , 2019 , Pages 333-340 ; 15376494 (ISSN)
  9. URL: https://www.tandfonline.com/doi/abs/10.1080/15376494.2017.1387323